Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 149
TOTAL LOAD , KIP Results Figures 3 , 4 , and 5 show predicted load versus displacements compared to experimental results for a 6 - inch carbon steel pipe for pressure , bending , and combined pressure plus bending , respectively .
TOTAL LOAD , KIP Results Figures 3 , 4 , and 5 show predicted load versus displacements compared to experimental results for a 6 - inch carbon steel pipe for pressure , bending , and combined pressure plus bending , respectively .
Page 607
The crack pattern , the failure mode and the collapse load investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load derived .
The crack pattern , the failure mode and the collapse load investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load derived .
Page 609
90 ° was OP a 90 ° was YH 1-2 YH2-2 а under concentrated loading . They were YH1-2 , yh2-2 , YH3-2 and FH - 2 . Fig.3 is a photo of the test site . The specimen simple supported in horizontal position . The load was applied by a jack ...
90 ° was OP a 90 ° was YH 1-2 YH2-2 а under concentrated loading . They were YH1-2 , yh2-2 , YH3-2 and FH - 2 . Fig.3 is a photo of the test site . The specimen simple supported in horizontal position . The load was applied by a jack ...
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Contents
THICKNESS EFFECTS | 1 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
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Common terms and phrases
alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |